Download - 2000 Skylight E--A
FEATURES
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2000 SKYLIGHTLa
ws
and
build
ing
and
safe
ty c
odes
gov
erni
ng th
e de
sign
and
use
of g
laze
den
tran
ce, w
indo
w, a
nd c
urta
in w
all p
rodu
cts
vary
wid
ely.
Kaw
neer
doe
s no
t con
trol
the
sele
ctio
n of
pro
duct
con
figur
atio
ns, o
pera
ting
hard
war
e, o
r gl
azin
g m
ater
ials
,an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
1
E.C. 97903-09
JUNE, 2007
Pressure equalized rain screen design
Simple overlap connections
Integral purlin condensation gutters
Optional rafter condensation gutters
Structural silicone glazed (SSG) option for purlins
Three rafter depths for efficient structural design
Veneer type mullion for use with steel sub-structure
Single glazing adapter for exterior canopies
Suitable for sloped glazed area, or roof mounted skylights
Integrates with standard 1600 vertical wall
"Shingled" internal channels for positive drainage
Full and half compression rings for pyramids and sloped gables
Accommodates slopes from 20° to 45°
Slope, gable, pyramid, and canopy construction available
Optional roll formed steel reinforcing channels
Tremco VISIONstrip exterior glazing system
Interior elastomeric glazing gaskets
®
Exterior / interior colour options
kawneer.com
2000 SKYLIGHTBLANK PAGE
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontr
olth
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or
glaz
ing
mat
eria
ls,
and
assu
mes
no
resp
onsi
bilit
y th
eref
or.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
2
E.C. 97903-09
JUNE, 2007
INDEX
kawneer.com
2000 SKYLIGHTLa
ws
and
build
ing
and
safe
ty c
odes
gov
erni
ng th
e de
sign
and
use
of g
laze
den
tran
ce, w
indo
w, a
nd c
urta
in w
all p
rodu
cts
vary
wid
ely.
Kaw
neer
doe
s no
t con
trol
the
sele
ctio
n of
pro
duct
con
figur
atio
ns, o
pera
ting
hard
war
e, o
r gl
azin
g m
ater
ials
,an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
3
E.C. 97903-09
JUNE 2007
7 to 10
STRUCTURAL LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . .
DETAILS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SKYLIGHT TYPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PICTORIAL VIEW
LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OFTHIS PRODUCT VARY WIDELY. KAWNEER DOES NOT CONTROL THE SELECTIONAND USE OF THIS PRODUCT AND ASSUMES NO RESPONSIBILITY THEREFOR.
Kawneer reserves the right to change or discontinue this product without notice.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
6
11, 12
kawneer.com
2000 SKYLIGHTBLANK PAGE
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontr
olth
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or
glaz
ing
mat
eria
ls,
and
assu
mes
no
resp
onsi
bilit
y th
eref
or.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
4
E.C. 97903-09
JUNE, 2007
PICTORIAL VIEW
kawneer.com
2000 SKYLIGHTLa
ws
and
build
ing
and
safe
ty c
odes
gov
erni
ng th
e de
sign
and
use
of g
laze
den
tran
ce, w
indo
w, a
nd c
urta
in w
all p
rodu
cts
vary
wid
ely.
Kaw
neer
doe
s no
t con
trol
the
sele
ctio
n of
pro
duct
con
figur
atio
ns, o
pera
ting
hard
war
e, o
r gl
azin
g m
ater
ials
,an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
5
E.C. 97903-09
JUNE, 2007
INTEGRAL PURLINCONDENSATION GUTTER
SIMPLE OVERLAPCONNECTIONS WITH NO
CONDENSATION GUTTEROPTIONAL RAFTER
NOTCHES TO RAFTERS
kawneer.com
2000 SKYLIGHTSKYLIGHT TYPES
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontr
olth
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or
glaz
ing
mat
eria
ls,
and
assu
mes
no
resp
onsi
bilit
y th
eref
or.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
6
E.C. 97903-09
JUNE, 2007
VERTICAL WITH SLOPE
SINGLE SLOPE SKYLIGHT
PYRAMID SKYLIGHT
RIDGE SKYLIGHT WITH SLOPED GABLE
RIDGE SKYLIGHT WITH VERTICAL GABLE
1
1
3
3
1
3
3
13
1 4
6
94
2
9
7
2
5
7
2
5
2 8
10
11
DETAILS
kawneer.com
2000 SKYLIGHTLa
ws
and
build
ing
and
safe
ty c
odes
gov
erni
ng th
e de
sign
and
use
of g
laze
den
tran
ce, w
indo
w, a
nd c
urta
in w
all p
rodu
cts
vary
wid
ely.
Kaw
neer
doe
s no
t con
trol
the
sele
ctio
n of
pro
duct
con
figur
atio
ns, o
pera
ting
hard
war
e, o
r gl
azin
g m
ater
ials
,an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
7
E.C. 97903-09
JUNE, 2007
/1 4SCALE FULL SIZE
2
2
822-001
7" (
Nom
.)
"21/
"21/
1RAFTER
4HEAD
3PURLIN
216-103
216-051
(Optional)Condensation Gutter
63.517
7.8
63.5
63.5/1 2"
2
(Optional)822-031 Snap-on Cover822-120 Pressure Plate
2SILL
(Optional)
Condensation Gutter
822-002
822-003
209.
68
(
Nom
.) 139.
75
(
Nom
.)
76.23"
4 114.
3
146.
15
Varies822-034
822-005
822-010
822-005
822-121
"4
1 /
"2
1 /
"4
3 /
"2
1 /822-001
822-002
822-003
216-051
216-103
216-051
216-103
822-003
822-002
822-001 822-010
822-034
822-007
kawneer.com
2000 SKYLIGHTDETAILS
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontr
olth
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or
glaz
ing
mat
eria
ls,
and
assu
mes
no
resp
onsi
bilit
y th
eref
or.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
8
E.C. 97903-09
JUNE, 2007
SCALE 1/4 FULL SIZE
30° 45°
SlopedRafter
VerticalMullion
530° RIDGE
545° RIDGE
6TRANSITION
7HIP RAFTER
8GABLE END 9
JAMB
Rafter / MullionCombinations
FOR DETAILS OF 1600 WALL.SEE CURTAIN WALL SECTIONNOTE:
822-
121
822-
009
822-121
822-002
822-121
822-009
822-034
822-007
822-001 216-128
822-002 216-883
216-103
216-051
822-002
822-002
216-051216-103
FOR DETAILS OF 1600 WALL.SEE CURTAIN WALL SECTIONNOTE:
DETAILS
kawneer.com
2000 SKYLIGHTLa
ws
and
build
ing
and
safe
ty c
odes
gov
erni
ng th
e de
sign
and
use
of g
laze
den
tran
ce, w
indo
w, a
nd c
urta
in w
all p
rodu
cts
vary
wid
ely.
Kaw
neer
doe
s no
t con
trol
the
sele
ctio
n of
pro
duct
con
figur
atio
ns, o
pera
ting
hard
war
e, o
r gl
azin
g m
ater
ials
,an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
9
E.C. 97903-09
JUNE, 2007
SCALE 1/4 FULL SIZE
MullionVertical
RafterSloped
4HEAD
3PURLIN
2SILL
6TRANSITION
Rafter / MullionCombinations
19.1
19.1
19.1
5 146.
1114.
34
3"76
.25
(N
om.)
139.
7
8
(N
om.)
209.
6 177.
863.5
Condensation Gutter(Optional)
RAFTER1
/1 2"7"
(N
om.)
2
Varies
NOTE: SEE 1600 SSG SECTION F2/B, PAGE 14 FOR NOTES REGARDING STRUCTURAL SILICONE SEALANT REQUIREMENTS ANDSTRUCTURAL LIMITATIONS.
SSG OPTION"
41 /
"2
1 /
"2
1 / "4
3 /
216-103
216-051
822-003
822-002
822-001
822-121
822-005
822-010
216-
103
216-
051
822-008
822-001 216-128
822-002 216-883
"43 /
"43 /
"43 /
822-008
822-006
FOR DETAILS OF 1600 WALL.SEE CURTAIN WALL SECTIONNOTE:
kawneer.com
2000 SKYLIGHTDETAILS
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontr
olth
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or
glaz
ing
mat
eria
ls,
and
assu
mes
no
resp
onsi
bilit
y th
eref
or.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
10
E.C. 97903-09
JUNE, 2007
/1 4SCALE FULL SIZE"
83 /
(Nom
.)/1 2
"5
63.5/1 2"2
63.5/1 2"2
139.
79.
6
6
3
45° 45°
10COMPRESSION
RING
11HALF
COMPRESSIONRING
VENEER RAFTER
SINGLE GLAZING ADAPTER
Rafter detail shownPurlin detail similar
6155.6
155.6
C L77
.8
Rafter
Hip Raf
ter
Rafter
Rafter
Hip Raf
ter
"81/
1 / 16 "
"81/
216-103
216-051
822-004
822-013
822-015 822-015
STRUCTURAL LIMITATIONS
kawneer.com
2000 SKYLIGHTLa
ws
and
build
ing
and
safe
ty c
odes
gov
erni
ng th
e de
sign
and
use
of g
laze
den
tran
ce, w
indo
w, a
nd c
urta
in w
all p
rodu
cts
vary
wid
ely.
Kaw
neer
doe
s no
t con
trol
the
sele
ctio
n of
pro
duct
con
figur
atio
ns, o
pera
ting
hard
war
e, o
r gl
azin
g m
ater
ials
,an
d as
sum
es n
o re
spon
sibi
lity
ther
efor
.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
11
E.C. 97903-09
JUNE, 2007
WIDTH IN FEET
LEN
GT
H IN
FE
ET
WIDTH IN METRES
LEN
GT
H IN
ME
TR
ES
A
B
CD
E
F
F
E
D
C
B
A
F
E
D
C
B
A
WIDTH IN FEET
LEN
GT
H IN
ME
TR
ES
WIDTH IN METRES
LEN
GT
H IN
FE
ET
WIDTH IN FEET
LEN
GT
H IN
ME
TR
ES
WIDTH IN METRES
LEN
GT
H IN
FE
ET
3"
4
5
I = 3.15 in (1.31 x 10 mm )S = 1.26 in (2.06 x 10 mm )
4 6 4
3 4 3
343
464
S = 2.20 in (3.60 x 10 mm )I = 6.91 in (2.88 x 10 mm )
I = 11.64 in (4.85 x 10 mm )S = 3.15 in (5.15 x 10 mm )
4 6 4
3 4 3
I = 1.25 in (5.20 x 10 mm )S = 0.71 in (1.16 x 10 mm )
4 5 4
3 4 3
I = 0.79 in (3.28 x 10 mm )S = 0.71 in (1.17 x 10 mm )
4 5 4
3 4 3
1
76.2
114.
3
146.
1
A = 20 p.s.f. (0.96 kPa.)B = 30 p.s.f. (1.44 kPa.)C = 40 p.s.f. (1.92 kPa.)D = 50 p.s.f. (2.40 kPa.)
F = 90 p.s.f. (4.31 kPa.)E = 70 p.s.f. (3.36 kPa.)
CENTRES BASED ON THE PURLIN LIMITATIONS.LINES REPRESENT THE MAXIMUM RAFTERTHE RAFTER LIMITATIONS. THE VERTICALTHE CURVED LINES ON THE GRAPHS REPRESENTNOTE:
Calculations are based on CAN3-S157 "Strength Design in Aluminum" in accordance with the National Building Code of Canada,considering combined service loads acting perpendicular to the glass plane and an allowable deflection of 1/175 of the span.
Determine the service dead, wind and live loads acting perpendicular to the glass plane for the required skylight slope. The greatest of thefollowing load combinations should be used to select the rafter required from the charts:
Deadload + WindloadDeadload + LiveloadDeadload + 0.7 (Windload + Liveload)
The information contained here is intended as a guideline only. Consult the National Building Code of Canada and / or local codes if moredetailed analysis is required.
6.0
5.5
5.0
4.5
4.0
3.5
3.0
2.5
2.0
1.5
76543214
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
210.5 1.0 1.5 2.0
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
42 3 4 5 6 7
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
2.01.51.00.521
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
41 2 3 4 5 6 7
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
2.01.51.00.5
A
B
CD
E
F
822-005
822-006
822-003
822-002
822-001
"2
1 / "4
3 /
kawneer.com
2000 SKYLIGHTSTRUCTURAL LIMITATIONS
Law
s an
d bu
ildin
g an
d sa
fety
cod
es g
over
ning
the
desi
gn a
nd u
se o
f gla
zed
entr
ance
, win
dow
, and
cur
tain
wal
l pro
duct
s va
ry w
idel
y. K
awne
er d
oes
not c
ontr
olth
e se
lect
ion
of p
rodu
ct c
onfig
urat
ions
, ope
ratin
g ha
rdw
are,
or
glaz
ing
mat
eria
ls,
and
assu
mes
no
resp
onsi
bilit
y th
eref
or.
Kaw
neer
res
erve
s th
e rig
ht to
cha
nge
conf
igur
atio
n w
ithou
t prio
r no
tice
whe
n de
emed
nece
ssar
y fo
r pr
oduc
t im
prov
emen
t.
© K
awne
er C
ompa
ny, I
nc. 2
007
12
E.C. 97903-09
JUNE, 2007
WIDTH IN FEET
LEN
GT
H IN
FE
ET
WIDTH IN METRES
LEN
GT
H IN
ME
TR
ES
WIDTH IN FEET
LEN
GT
H IN
ME
TR
ES
WIDTH IN METRES
LEN
GT
H IN
FE
ET
WIDTH IN FEET
LEN
GT
H IN
ME
TR
ES
WIDTH IN METRES
LEN
GT
H IN
FE
ET
343
454
S = 0.71 in (1.17 x 10 mm )I = 0.79 in (3.28 x 10 mm )
343
454
S = 0.71 in (1.16 x 10 mm )I = 1.25 in (5.20 x 10 mm )
343
464
S = 3.15 in (5.15 x 10 mm )I = 11.64 in (4.85 x 10 mm )
I = 11.39 in (4.74 x 10 mm )S = 5.01 in (8.22 x 10 mm )
4 6 4
3 4 3343
464
S = 3.63 in (5.95 x 10 mm )I = 8.54 in (3.55 x 10 mm )
I = 11.64 in (4.85 x 10 mm )S = 3.15 in (5.15 x 10 mm )
4 6 4
3 4 3
343
464
S = 1.94 in (3.18 x 10 mm )I = 4.73 in (1.97 x 10 mm )
I = 11.64 in (4.85 x 10 mm )S = 3.15 in (5.15 x 10 mm )
4 6 4
3 4 3
A = 20 p.s.f. (0.96 kPa.)B = 30 p.s.f. (1.44 kPa.)C = 40 p.s.f. (1.92 kPa.)D = 50 p.s.f. (2.40 kPa.)
F = 90 p.s.f. (4.31 kPa.)E = 70 p.s.f. (3.36 kPa.)
Aluminum
Steel
Aluminum
Steel
Aluminum
Steel
detailed analysis is required.The information contained here is intended as a guideline only. Consult the National Building Code of Canada and / or local codes if more
Deadload + 0.7 (Windload + Liveload)Deadload + LiveloadDeadload + Windload
the following load combinations should be used to select the rafter required from the charts:Determine the service dead, wind and live loads acting perpendicular to the glass plane for the required skylight slope. The greatest of
considering combined service loads acting perpendicular to the glass plane and an allowable deflection of 1/175 of the span.Calculations are based on CAN3-S157 "Strength Design in Aluminum" in accordance with the National Building Code of Canada,
NOTE:THE CURVED LINES ON THE GRAPHS REPRESENTTHE RAFTER LIMITATIONS. THE VERTICALLINES REPRESENT THE MAXIMUM RAFTERCENTRES BASED ON THE PURLIN LIMITATIONS.
5 146.
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ReinforcingSteelSteel
ReinforcingReinforcingSteel
822-001
216-132
822-005
822-006
822-001
216-132216-133216-134
822-001
216-132216-133
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